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WinBeam 3.30 - Registered to AXiS/FFF

Description:

Units: Metric

Properties - X = m, E = MPa, I = cm^4 X = 0; E = 73000; I = 89; X = 1.65; E = 73000; I = 89;

Moment Releases - X = m

Supports - X = m, Displacement = mm, Rotation = radians X = 0; Disp = 0; X = 1.65; Disp = 0;

Springs - X = m, VSpring = kN/mm, RSpring = kN mm/rad

Point Loads - X = m, PLoad = kN, Moment = kN m

Uniform Loads - XStart & XEnd = m, UStart & UEnd = kN/m XStart = 0; XEnd = 1.65; UStart = -2.17; UEnd = -2.17;

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WinBeam 3.30 - Registered to AXiS/FFF

Reactions - kN, kN m

Shear - kN

-1.790250

1.790250

Moment - kN m

-0.000000

0.738478

Rotation - radians

-0.006252

0.006252

Deflection - mm

-3.223454

0.000000

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WinBeam 3.30 - Registered to AXiS/FFF

Analysis Data:

Beam Length = 1.65 m Number of Nodes = 256 Number of Elements = 255 Number of Degrees of Freedom = 512

Reactions:

X Vert Rot m kN kN m

0 1.790 1.650 1.790

Equilibrium:

Force Reaction Diff

Vert -3.580 3.581 0.000 kN Rot 2.954 -2.954 -0.000 kN m

Min & Max values:

Min Shear = -1.790 kN at 1.650 m Max Shear = 1.790 kN at 0 m Min Moment =-1.546e-014 kN m at 1.650 m Max Moment = 0.738478 kN m at 0.825000 m Min Rotation = -0.006252 radians at 1.650 m Max Rotation = 0.006252 radians at 0 m Min Deflection = -3.223 mm at 0.825000 m Max Deflection = 0 mm at 0 m